CN208649896U - A kind of pin-connected panel reinforcing bar binding moulding bed - Google Patents
A kind of pin-connected panel reinforcing bar binding moulding bed Download PDFInfo
- Publication number
- CN208649896U CN208649896U CN201820865306.7U CN201820865306U CN208649896U CN 208649896 U CN208649896 U CN 208649896U CN 201820865306 U CN201820865306 U CN 201820865306U CN 208649896 U CN208649896 U CN 208649896U
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- Prior art keywords
- binding
- pin
- reinforcing bar
- moulding bed
- connected panel
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Abstract
The utility model relates to a kind of pin-connected panel reinforcing bars to bind moulding bed, box beam is matched suitable for Long span variable cross-section short-term, after i.e. web reinforcement binds molding on the hanger of ground, it lifts after being accurately positioned after reinforcing steel bar-binding bench seat, bottom plate and roof steel bar are bound simultaneously, then in box beam reinforcing bar cage hoisting cartonning girder prefabricated pedestal template.The pin-connected panel reinforcing bar binding moulding bed includes reinforcing steel bar-binding bench seat, pedestal wedge block, web reinforcement hanger, bottom plate operating platform, top plate operating platform.The pin-connected panel reinforcing bar moulding bed avoids the heavy operation of web reinforcement binding; effectively improve tall and big section long span prefabricated case beam steel flxer effect; efficiently solve the high altitude operation risk of traditional method for binding reinforcing steel bars; it has been precisely controlled the protective layer of reinforcing bar; box beam cover to reinforcement deviation is controlled the 0 of Hong Kong code requirement; within the scope of the tolerance of+5mm, the cover to reinforcement qualification rate of tall and big variable cross-section short-term matching box beam has reached domestically leading level.
Description
Technical field
The utility model relates to a kind of reinforcing bars to bind moulding bed, bind moulding bed more specifically to a kind of pin-connected panel reinforcing bar.
Background technique
Conventional boxes beam steel bar colligation moulding bed is bound according to the sequence of bottom plate, web, top plate, and the increase with box beam height is drawn
It is big to play web reinforcement length length, weight, and then causes low binding work efficiency, constructional difficulties and high-altitude risk big.Middle mountain precasting yard is held
The construction task for carrying on a shoulder pole 5703 Pin short-term of port Zhuhai and Macao bridge Hong Kong wiring overpass engineering matching prefabricated case beam, has 18 standards across pre-
Pedestal processed has 12 long span precast pedestals.Wherein, long span box girder segment length is differed by 2.5 meters to 4.44 meters, highly by 4 meters to
10.096 meters are differed, and bottom plate inclination, maximum tilt angle is 9 degree, and reinforcing bar weighs 20 tons.Long span span is up to 180 meters, long span
Prefabricated case beam is Long span box girder with variable cross section, and bottom, web reinforcement model Φ 25, bottom, the variation of web reinforcement joint length are single
Reinforcing bar weight is 57.8kg to 105kg.Since long span box girder web is up to 10.096 meters of height, installation conventional boxes beam steel is tied up
It is high to prick moulding bed security risk, operation difficulty is big.
Utility model content
The technical problem to be solved by the present invention is to, in the prior art use conventional boxes beam steel bar colligation moulding bed
Mode defect, a kind of pin-connected panel reinforcing bar binding moulding bed is provided.
The technical scheme adopted by the utility model to solve the technical problem is as follows: constructing a kind of pin-connected panel reinforcing bar binding tire
Frame, using web reinforcement is first bound, the rear binding for carrying out bottom plate, top plate simultaneously, the use of pin-connected panel reinforcing bar moulding bed avoids abdomen
The heavy operation of slab muscle binding effectively improves tall and big section long span prefabricated case beam steel flxer effect, efficiently solves
The high altitude operation risk of traditional method for binding reinforcing steel bars, the steel flxer skill and technical level of tall and big section short-term matching box beam reach
To domestically leading level.
In pin-connected panel reinforcing bar described in the utility model binding moulding bed, the pin-connected panel reinforcing bar binding moulding bed is suitable for big
Across footpath variable cross-section short-term match box beam, steel flxer skill using pin-connected panel reinforcing bar moulding bed bind, i.e., reinforcing bar moulding bed design and
Production after web reinforcement bind molding on hanger, lifts binding bottom plate and top plate after being accurately positioned after reinforcing steel bar-binding bench seat
Then reinforcing bar enters box beam reinforcing bar cage hoisting in template.
In pin-connected panel reinforcing bar described in the utility model binding moulding bed, the pin-connected panel reinforcing bar binding moulding bed includes reinforcing bar
Bind pedestal, pedestal wedge block, web reinforcement hanger, bottom plate operating platform, top plate operating platform.Web reinforcement hanger position
At reinforcing steel bar-binding bench seat center side wall, shearing is resisted, part moment of flexure is also taken on.The bottom plate operating platform is located at reinforcing bar binding
Pedestal bottom middle guarantees that sufficient size assembles required tension reinforcement, and the top plate operating platform is located at reinforcing steel bar-binding bench seat
At top center.
In pin-connected panel reinforcing bar described in the utility model binding moulding bed, the assembling type steel bar binding pedestal includes outside
Bracket and medial cradle are process using fashioned iron such as rectangle steel 80 × 60 × 4, work 16 and slots 16；Outrigger rectangle steel
80 × 60 × 4 set up, and medial cradle recruitment 16 and outrigger weld, and web reinforcement hanger is process by slot 16, according to case
Escape stair, platform is arranged in beam bottom plate gradient, the pedestal wedge block of processing and fabricating difference beam type, top layer operating platform and ground
Skirting board is arranged in outside.
In pin-connected panel reinforcing bar described in the utility model binding moulding bed, the web reinforcement is taken to bind on ground and be formed
Afterwards, whole to be accurately positioned in lifting to reinforcing steel bar-binding bench seat, it is further continued for binding remaining reinforcing bar.
In pin-connected panel reinforcing bar described in the utility model binding moulding bed, the web reinforcement hanger is placed in reinforcing bar binding
On pedestal, since the bottom plate of long span box beam CH01-CH25 is inclined-plane, gradient is 9~5 degree, and bottom plate operating platform inclined-plane is by fashioned iron
Pedestal wedge block is customized to control, so web reinforcement hanger 40 need to process the pedestal wedge block of 25 sets of different gradients, uses bolt
Reinforcing steel bar-binding bench seat and web reinforcement hanger are connected and fixed.
In pin-connected panel reinforcing bar described in the utility model binding moulding bed, the web reinforcement includes outer web and interior abdomen
Plate, bar material in the web reinforcement is according to the accurate blanking of Hong Kong BS8666:2005 specification, and the outer web surface is with stainless
The binding molding of steel tied silk, the endosternum face is bound by quenching tied silk and is formed.
In pin-connected panel reinforcing bar described in the utility model binding moulding bed, 25 tons of gantry cranes four of the web reinforcement hanger
Point is hung in reinforcing steel bar-binding bench seat, wherein being adjusted to the angle into reinforcing steel bar-binding bench seat of steel bar with chain block.
In pin-connected panel reinforcing bar described in the utility model binding moulding bed, lifted after the web reinforcement overall binding molding
To after Steel bar rack, according to box beam bottom plate and top plate sectional dimension accurate positioning web reinforcing bar, make web reinforcement hanger and reinforcing bar
It is accurately assembled to bind pedestal, and limits web reinforcement hanger.
In pin-connected panel reinforcing bar described in the utility model binding moulding bed, the bottom plate operating platform is by all kinds of fashioned iron groups
At being specifically welded by work 16 and work 14, the bottom plate operating platform is by movable bracket regulating base board gradient.
In pin-connected panel reinforcing bar described in the utility model binding moulding bed, the top plate operating platform is by all kinds of fashioned iron groups
At the top plate operating platform is processed with angle steel and checkered steel plate, is connected with pin shaft and 10 top layer fashioned iron of reinforcing steel bar-binding bench seat
It connects, web thickness variation is adjusted by sliding block.
A kind of pin-connected panel reinforcing bar for implementing the utility model binds moulding bed, has the advantages that the utility model is logical
It crosses and is carried out using the binding sequence of web, bottom plate, top plate, the use of pin-connected panel reinforcing bar moulding bed avoids web reinforcement binding
Heavy operation effectively improves tall and big section long span prefabricated case beam steel flxer effect, efficiently solves traditional reinforcing bar binding
The high altitude operation risk of method, the steel flxer skill and technical level of tall and big section short-term matching box beam reach domestically leading water
It is flat；Pin-connected panel reinforcing bar binds the use of moulding bed, has been precisely controlled the protective layer of reinforcing bar, and box beam cover to reinforcement deviation is controlled in perfume (or spice)
The 0 of port code requirement, within the scope of+5 tolerance, the cover to reinforcement qualification rate of tall and big variable cross-section short-term matching box beam reaches
Domestically leading level is arrived；Single Pin case beam steel bar colligation time improves 4 to 6 hours, and work efficiency is high；Fashioned iron mainly uses rectangle steel,
Processing cost is saved, pin-connected panel reinforcing bar binds the remarkable benefit of moulding bed；Tall and big variable cross-section short-term matches precast box beam steel bar colligation
Moulding bed is bound using pin-connected panel reinforcing bar, steel reinforcement cage complies fully with Hong Kong BS8666:2005 specification, and precision is high, and protective layer is precisely controlled
System；Pin-connected panel reinforcing bar binds moulding bed and is banded with reference to the tall and big section short-term matching prefabricated case beam reinforcing bar of similar Long span,
With extensive promotional value.
Detailed description of the invention
Below in conjunction with accompanying drawings and embodiments, the utility model is described in further detail, in attached drawing:
Fig. 1 is the pin-connected panel reinforcing bar binding moulding bed flow chart of the utility model；
Fig. 2 is the structure chart of the pin-connected panel reinforcing bar binding moulding bed of the utility model；
Fig. 3 is the reinforcing steel bar-binding bench holder structure figure of the pin-connected panel reinforcing bar binding moulding bed of the utility model；
Fig. 4 is the web reinforcement binding hanger figure of the pin-connected panel reinforcing bar binding moulding bed of the utility model；
Fig. 5 is the web reinforcement hanger installation diagram of the pin-connected panel reinforcing bar binding moulding bed of the utility model；
Fig. 6 is the web reinforcement binding figure of the pin-connected panel reinforcing bar binding moulding bed of the utility model；
Fig. 7 is the web reinforcement hanger angle adjustment figure of the pin-connected panel reinforcing bar binding moulding bed of the utility model；
Fig. 8 is the steel-bar lifting frame assembly positioning figure of the pin-connected panel reinforcing bar binding moulding bed of the utility model；
Fig. 9 is the bottom plate stage+module figure of the pin-connected panel reinforcing bar binding moulding bed of the utility model；
Figure 10 is the roof steel bar stage+module and reinforcing bar binding figure of the pin-connected panel reinforcing bar binding moulding bed of the utility model；
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
As shown in Figure 1, pin-connected panel reinforcing bar binding 100 technology for binding of moulding bed described in the utility model uses pin-connected panel reinforcing bar
Moulding bed binding, i.e. the design and production of reinforcing steel bar-binding bench seat 10, after web reinforcement 30 binds molding on web reinforcement hanger 40,
It is accurately positioned after lifting reinforcing steel bar-binding bench seat 10, bottom plate operating platform 20, top plate operating platform 50 is bound, then box beam steel
Muscle cage lifts in template.The use of pin-connected panel reinforcing bar moulding bed avoids the heavy operation of web reinforcement binding, effectively improves
Tall and big section long span prefabricated case beam steel flxer effect, efficiently solves the high altitude operation risk of traditional method for binding reinforcing steel bars,
The steel flxer skill and technical level of tall and big section short-term matching box beam reach domestically leading level.
As shown in Figures 2 and 3, the pin-connected panel reinforcing bar binding moulding bed 100 includes reinforcing steel bar-binding bench seat 10, web reinforcement
30, web reinforcement hanger 40, bottom plate operating platform 20, top plate operating platform 50；The web reinforcement hanger 40 is tied up positioned at reinforcing bar
It pricks at 10 center side wall of pedestal, resists shearing, also take on part moment of flexure.The bottom plate operating platform 20 is located at reinforcing steel bar-binding bench seat
10 bottoms middle guarantee that sufficient size assembles required tension reinforcement, and the top plate operating platform 50 is located at reinforcing steel bar-binding bench seat
At 10 top centers.
Further, the reinforcing steel bar-binding bench seat 10 include outrigger 11 and medial cradle 12, using rectangle steel 80 ×
60 × 4, the fashioned iron such as work 16 and slot 16 are process；Outrigger 11 is set up with rectangle steel 80 × 60 × 4, and medial cradle 12 is used
Work 16 and outrigger weld, and web reinforcement hanger 40 is process by slot 16, according to box beam bottom plate gradient, processing and fabricating
Escape stair is arranged in the pedestal wedge block 60 of different beam type, top layer operating platform 50 and ground, sets on the outside of bottom plate operating platform 20
Set skirting board.
As shown in figure 4, the web reinforcement hanger 40 is taken after ground is by fashioned iron welding fabrication, whole be accurately positioned is hung
It is filled in reinforcing steel bar-binding bench seat 10, is further continued for binding remaining reinforcing bar.
As shown in figure 5, the web reinforcement hanger 40 is placed on reinforcing steel bar-binding bench seat 10, due to long span box beam CH01-
The bottom plate of CH25 is inclined-plane, and gradient is 9~5 degree, and 20 inclined-plane of bottom plate operating platform is controlled by fashioned iron customization pedestal wedge block 60,
So web reinforcement hanger 40 need to process the pedestal wedge block 60 of 25 sets of different gradients, with bolt by reinforcing steel bar-binding bench seat 10 and abdomen
Plate steel-bar lifting frame 40 is connected and fixed.
As shown in fig. 6, the web reinforcement 30 includes outer web and endosternum, the bar material of the web reinforcement 30
According to the accurate blanking of Hong Kong BS8666:2005 specification, the outer web surface is bound with stainless steel tied silk and is formed, the endosternum face
It is bound and is formed by quenching tied silk.
As shown in fig. 7, the web reinforcement hanger 40 is hung in reinforcing steel bar-binding bench seat 10 with 25 tons 4 points of gantry crane,
The middle angle into reinforcing steel bar-binding bench seat 10 that steel bar is adjusted to chain block.
As shown in figure 8, after being lifted into reinforcing steel bar-binding bench seat 10 after 30 overall binding of the web reinforcement molding, according to case
Beam bottom plate and top plate sectional dimension accurate positioning web reinforcing bar spell web reinforcement hanger 40 and reinforcing steel bar-binding bench seat 10 accurately
Dress, and limit web reinforcement hanger.
As shown in figure 9, the bottom plate operating platform 20 is made of all kinds of fashioned iron, specifically it is welded to form by work 16 and work 14,
The bottom plate operating platform 20 by movable bracket regulating base board gradient,
As shown in Figure 10, the top plate operating platform 50 is made of all kinds of fashioned iron, the top plate operating platform angle steel and
Checkered steel plate is processed, and is connect with pin shaft with 10 top layer fashioned iron of reinforcing steel bar-binding bench seat, and web thickness variation is adjusted by sliding block.
Although being disclosed by above embodiments to the utility model, the protection scope of the utility model not office
It is limited to this, under conditions of conceiving without departing from the utility model, deformation, the replacement etc. done to above each component will fall into this
In the scope of the claims of utility model.
Claims (7)
1. a kind of pin-connected panel reinforcing bar binds moulding bed, which is characterized in that the pin-connected panel reinforcing bar binding moulding bed includes reinforcing steel bar-binding bench
Seat, pedestal wedge block, web reinforcement hanger, bottom plate operating platform, top plate operating platform；The web reinforcement hanger is located at reinforcing bar
It binds at pedestal center side wall, the bottom plate operating platform is located at reinforcing steel bar-binding bench seat bottom middle, and the top plate operation is flat
Platform is located at reinforcing steel bar-binding bench seat top center.
2. pin-connected panel reinforcing bar according to claim 1 binds moulding bed, which is characterized in that the assembling type steel bar binding pedestal
Including outrigger and medial cradle, medial cradle and outrigger are welded, and the web reinforcement hanger is process by channel steel.
3. pin-connected panel reinforcing bar according to claim 2 binds moulding bed, which is characterized in that the web reinforcement is taken on ground
Binding molding, positioning are lifted to reinforcing steel bar-binding bench seat.
4. pin-connected panel reinforcing bar according to claim 3 binds moulding bed, which is characterized in that the web reinforcement hanger is placed in
On reinforcing steel bar-binding bench seat, the pedestal wedge block of 25 sets of different gradients is included, the pedestal wedge block bolt is by reinforcing steel bar-binding bench
Seat is connected and fixed with web reinforcement hanger.
5. pin-connected panel reinforcing bar according to claim 4 binds moulding bed, which is characterized in that the web reinforcement includes outer web
And endosternum, the outer web surface are bound with stainless steel tied silk and are formed, the endosternum face is bound by quenching tied silk and is formed.
6. pin-connected panel reinforcing bar according to claim 5 binds moulding bed, which is characterized in that the bottom plate operating platform is by all kinds of
Fashioned iron composition, the bottom plate operating platform is by movable bracket regulating base board gradient.
7. pin-connected panel reinforcing bar according to claim 6 binds moulding bed, which is characterized in that the top plate operating platform is by all kinds of
Fashioned iron composition, the top plate operating platform is processed with angle steel and checkered steel plate, with pin shaft and reinforcing steel bar-binding bench seat top layer type
Steel connection, web thickness variation are adjusted by sliding block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820865306.7U CN208649896U (en) | 2018-05-31 | 2018-05-31 | A kind of pin-connected panel reinforcing bar binding moulding bed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820865306.7U CN208649896U (en) | 2018-05-31 | 2018-05-31 | A kind of pin-connected panel reinforcing bar binding moulding bed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208649896U true CN208649896U (en) | 2019-03-26 |
Family
ID=65780759
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820865306.7U Expired - Fee Related CN208649896U (en) | 2018-05-31 | 2018-05-31 | A kind of pin-connected panel reinforcing bar binding moulding bed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208649896U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111604444A (en) * | 2020-06-02 | 2020-09-01 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Be used for prefabricated reinforcement production line of segmental beam |
| CN112589011A (en) * | 2020-11-26 | 2021-04-02 | 中交第二航务工程局有限公司 | Method for manufacturing polygonal variable-section bridge tower reinforcing steel bar part based on block assembly molding |
-
2018
- 2018-05-31 CN CN201820865306.7U patent/CN208649896U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111604444A (en) * | 2020-06-02 | 2020-09-01 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Be used for prefabricated reinforcement production line of segmental beam |
| CN112589011A (en) * | 2020-11-26 | 2021-04-02 | 中交第二航务工程局有限公司 | Method for manufacturing polygonal variable-section bridge tower reinforcing steel bar part based on block assembly molding |
| CN112589011B (en) * | 2020-11-26 | 2022-05-24 | 中交第二航务工程局有限公司 | Manufacturing method of polygonal variable-section bridge tower reinforcing steel bar part based on block assembly molding |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190326 Termination date: 20210531 |